Abstract
In the present study, the cost and environmental benefits attainable with the usage of flyash (FA) in earthworks are evaluated through cost analysis (CA) and carbon footprint analysis (CFA). A current public project involving highway embankment construction was considered for the CA and CFA on FA utilization. The geotechnical evaluation is followed by CA and CFA to quantify the estimated costs and carbon emissions in the following two scenarios, i.e. (I) FA-based embankment and (II) pavement constructed with FA as sub-base material. The CFA and CA results were extended to understand the effect of stabilizers such as lime and cement on construction’s overall emissions and costs. The CFA results indicate that FA procurement (embodied) influences the amount of carbon emissions and the overall costs with a share of 78% and 61% in scenarios I and II, respectively. It is noted that the utilization of hydrated lime and portland cement as stabilizers could enhance the costs by 513 Re/m3 and 722 Re/m3, respectively. Consequently, the results of the study validated the fact that the utilization of FA as an alternative to natural soils is a sustainable solution with a positive influence on the environment.
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Acknowledgements
This project was financially supported by the National Institute of Technology, Warangal, India under “Research Seed Grant No. P1015” and the Ministry of Education (Formerly known as Ministry of Human Resource and Development), Government of India. The authors thank the reviewers for their constructive comments which helped the cause of the manuscript.
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MA (First Author) and AABM (Second Author) conceived this research, designed, performed experiments and wrote the paper; AABM (Second Author) acquired funding for this research and participated in the interpretation of the data; MA (First Author) assisted in the analysis and participated in the revisions of it. Both the authors read and approved the final manuscript.
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Ashfaq, M., Moghal, A.A.B. Cost and Carbon Footprint Analysis of Flyash Utilization in Earthworks. Int. J. of Geosynth. and Ground Eng. 8, 21 (2022). https://doi.org/10.1007/s40891-022-00364-4
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DOI: https://doi.org/10.1007/s40891-022-00364-4